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Required information Consider the figure shown. Given: X -30 KN. 6 m 15 kN X kN...
Consider the T-beam shown in (Figure 1). Suppose that w = 15 kN/m. Part A Determine...
Consider the T-beam shown in (Figure 1). Suppose that w = 15 kN/m. Part A Determine the maximum shear stress in the beam at point C. Express your answer to three significant figures and include the appropriate units. Tmax = Tmax = Value Units Figure < 1 of 1 > Submit Request Answer Provide Feedback C 3 m- --1.5 m -----1.5m-- 150 mm 150 mm 30 mm
Required Information Consider the beam and loading shown. Given: P-73 kN 15 15 30 15 15...
Required Information Consider the beam and loading shown. Given: P-73 kN 15 15 30 15 15 20 0.5 m 20 120 40 11 20 1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) MPa. The shearing stress at point a is
Required information Consider the beam and loading shown. Given: P=69 KN 15 15 30 15, 15...
Required information Consider the beam and loading shown. Given: P=69 KN 15 15 30 15, 15 20 0.5 m P . 5 20 n 120 40 n 20 1.5 m 20 0.8 m 90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
Question Four: For the pin-jointed truss shown in Figure 4, 3m 12 KN 3m 30 kN 3m 15 kN 4m 4m 3m 3m 6m Figure 4. Calcula...
Question Four: For the pin-jointed truss shown in Figure 4, 3m 12 KN 3m 30 kN 3m 15 kN 4m 4m 3m 3m 6m Figure 4. Calculate the reactions at A and B. (a) By inspection (involving no calculations), list all the zero force members. (b) (c) By method of joints, analyse joints T, S and N to determine the force in members ST NT, RS, SN, MN and RN. In your answer, you must state whether the members are...
! Required information Consider the beam and loading shown. Given: P=73 KN 15,1530 15 15 20...
! Required information Consider the beam and loading shown. Given: P=73 KN 15,1530 15 15 20 0.5 m a 20 n 120 40 20 -1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
Determine the reactions for the structure shown in the figure. The joint Cis in the center of the span (20 feet over fr...
Determine the reactions for the structure shown in the figure. The joint Cis in the center of the span (20 feet over from A in the x- direction). All dimensions are measured from the centerlines of members. Given: X= 12 kips. 0.4 kip/ft 10 X kips 20 E 10 The magnitude of the reaction at A is Ay= kips, and the direction is (Click to select)v kips, and the direction is (Click to select) ' kips, and the direction is...
Detemine the tension in cable BC in kN Required information NOTE: This is a multi-part question....
Detemine the tension in cable BC in kN
Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Two cables are tied together at Cand are loaded as shown. Given: WE 175 kg. 30 Determine the tension in cable BC. The tension in cable BC is kN.
Required information Consider the beam and loading shown. Use w= 19 kN/m and E = 200...
Required information Consider the beam and loading shown. Use w= 19 kN/m and E = 200 GPa. (For W410 x 60, 1 = 216 x 10-6 m4 B. I A W410 X 60 5 m 3 m Determine the reaction at point C. (Round the final answer to two decimal places. You must provide an answer before moving to the next part.) The reaction at point C is KN 1
Consider the figure shown. Given: P = 28 kN. Determine the maximum absolute values of the...
Consider the figure shown. Given: P = 28 kN.
Determine the maximum absolute values of the shear and bending
moment.
|V|max=?kN
|M|max=?kN*m
24 kN 12 kN/m су D E - 1.8 m - 0.6 m 0.6 m 0.6 m
determine the reactions at the supports for the beam shown. 150 kN stant 40 kN/m rmly...
determine the reactions at the supports for the beam shown.
150 kN stant 40 kN/m rmly e ex- ns of and 8 m 20 kN/m s as A 6 m 6 m 6 m FIG. P3.17
Consider the T-beam shown in (Figure 1). Suppose that w = 15 kN/m. Part A Determine the maximum shear stress in the beam at point C. Express your answer to three significant figures and include the appropriate units. Tmax = Tmax = Value Units Figure < 1 of 1 > Submit Request Answer Provide Feedback C 3 m- --1.5 m -----1.5m-- 150 mm 150 mm 30 mm
Required Information Consider the beam and loading shown. Given: P-73 kN 15 15 30 15 15 20 0.5 m 20 120 40 11 20 1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) MPa. The shearing stress at point a is
Required information Consider the beam and loading shown. Given: P=69 KN 15 15 30 15, 15 20 0.5 m P . 5 20 n 120 40 n 20 1.5 m 20 0.8 m 90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
Question Four: For the pin-jointed truss shown in Figure 4, 3m 12 KN 3m 30 kN 3m 15 kN 4m 4m 3m 3m 6m Figure 4. Calculate the reactions at A and B. (a) By inspection (involving no calculations), list all the zero force members. (b) (c) By method of joints, analyse joints T, S and N to determine the force in members ST NT, RS, SN, MN and RN. In your answer, you must state whether the members are...
! Required information Consider the beam and loading shown. Given: P=73 KN 15,1530 15 15 20 0.5 m a 20 n 120 40 20 -1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
Determine the reactions for the structure shown in the figure. The joint Cis in the center of the span (20 feet over from A in the x- direction). All dimensions are measured from the centerlines of members. Given: X= 12 kips. 0.4 kip/ft 10 X kips 20 E 10 The magnitude of the reaction at A is Ay= kips, and the direction is (Click to select)v kips, and the direction is (Click to select) ' kips, and the direction is...
Detemine the tension in cable BC in kN
Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Two cables are tied together at Cand are loaded as shown. Given: WE 175 kg. 30 Determine the tension in cable BC. The tension in cable BC is kN.
Required information Consider the beam and loading shown. Use w= 19 kN/m and E = 200 GPa. (For W410 x 60, 1 = 216 x 10-6 m4 B. I A W410 X 60 5 m 3 m Determine the reaction at point C. (Round the final answer to two decimal places. You must provide an answer before moving to the next part.) The reaction at point C is KN 1
Consider the figure shown. Given: P = 28 kN.
Determine the maximum absolute values of the shear and bending
moment.
|V|max=?kN
|M|max=?kN*m
24 kN 12 kN/m су D E - 1.8 m - 0.6 m 0.6 m 0.6 m
determine the reactions at the supports for the beam shown.
150 kN stant 40 kN/m rmly e ex- ns of and 8 m 20 kN/m s as A 6 m 6 m 6 m FIG. P3.17
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